Using level pool routing methodology The storage capacity and stage$-$outflow relationship of a flood$-$control reservoir are given in the following table $($left part$).$ Route the design flood hydrograph given in table below $($right part$)$ through the reservoir up to time $6$:$00.$ The initial reservoir level is $3\mathrm{.}15m$ and use a routing interval of $t=15$min. $($from Chow Problem $8\mathrm{.}2\mathrm{.}5)$

$\backslash$table$[[\backslash$table$[[$Stage$],[$Elevation$],[m$